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Performance Evaluation of Infrastructure on Problematic Expansive Soils: Characterization Challenges, Innovative Stabilization Designs, and Monitoring Methods

机译:关于有问题的膨胀土基础设施的性能评估:特征挑战,创新稳定设计和监测方法

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This paper describes key research on expansive soils and the methods employed to characterize them; fallacies in the current characterization of expansive soils are also explained. Novel swell characterization models that account for hydro, chemical, and mechanical behaviors of soils are introduced and used to demonstrate in case studies to improve expansive soil stabilization practices. The first two case studies present the results of expansive soils stabilized by incorporating clay mineralogy and soluble soil sulfate measurements. An innovative design method for successful stabilization of expansive soil is introduced in the first case study, which incorporated both basic clay mineralogy and unsaturated soil behaviors as well as performance-based durability studies. Sulfate soil stabilization works on medium-to-high sulfate soils, including rigorous laboratory and field validation studies, are presented in the second case study. The third case study, which involves a steep earthen embankment built with expansive clayey soils and experiencing recurring surficial slope failures and maintenance issues, is also discussed. Forensic studies explaining the causes of slope failures and their mitigation methods are also included. All case studies reveal the need for detailed data about soil chemistry, including clay mineralogy and sulfate studies, to improve the current field stabilization and infrastructure design on expansive soils. The last section summarizes recent innovations for better health monitoring and management of civil infrastructure built on expansive soils using unmanned aerial vehicle platforms and visualization tools, which will be valuable for validating the application of new materials, designs, and construction processes.
机译:本文介绍了膨胀土的关键研究和所用方法表征它们的方法;还解释了膨胀土的目前表征的谬误。介绍了用于水力,化学品和土壤的机械行为的新型膨胀性表征模型,并用于证明,以便研究改善膨胀土壤稳定实践。前两种情况研究呈现通过掺入粘土矿物学和可溶性土壤硫酸盐测量来稳定膨胀土的结果。在第一种案例研究中引入了一种成功稳定的创新设计方法,其含有基础粘土矿物学和不饱和土壤行为以及基于性能的耐久性研究。硫酸盐土壤稳定化对中至高硫酸盐土壤,包括严格的实验室和现场验证研究,在第二种案例研究中提出。还讨论了第三种案例研究,涉及用膨胀的粘土土壤和经历反复性表露故障和维护问题构建的陡峭的土工堤。还包括解释坡度故障原因及其缓解方法的法医研究。所有案例研究揭示了有关土壤化学的详细数据,包括粘土矿物学和硫酸盐研究,以改善膨胀土的当前场稳定和基础设施设计。最后一节总结了使用无人机平台和可视化工具在膨胀土地上建造的膨胀土的更好健康监测和管理民用基础设施的创新,这对于验证新材料,设计和施工过程的应用,这将是有价值的。

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